%0 Journal Article
%T Von Misses Pure Shear in Kirchhoff¡¯s Plate Buckling
%A Tonye Ngoji Johnarry
%A Francis Williams Ebitei
%J Open Journal of Civil Engineering
%P 105-116
%@ 2164-3172
%D 2020
%I Scientific Research Publishing
%R 10.4236/ojce.2020.102010
%X The pure
shear strength for the all-simply supported plate has not yet been found; what is
described as pure shear in that plate, is, in fact, a
pure-shear solution for another plate clamped on the ¡°Y-Y¡± and simply supported
on the long side, X-X. A new solution for the simply supported case is
presented here and is found to be only 60-percent of the currently believed
results. Comparative results are presented for the all-clamped plate which
exhibits great accuracy. The von Misses yield relation is adopted and through
incremental deflection-rating the effective shear curvature is targeted in
aspect-ratios. For a set of boundary conditions the Kirchhoff¡¯s plate capacity
is finite and invariant for bending, buckling in axial and pure-shear and in
vibration.
%K Rectangular Plate
%K Kirchhoff¡¯s Plate-Differentials
%K Deflection
%K Buckling
%K Pure-Shear
%K Von Misses
%U http://www.scirp.org/journal/PaperInformation.aspx?PaperID=99761